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SINCL, I i RESIDENCE T100 TITLE PAGE
SITE PLANS
C100 TOPO SURVEY
C101 SITE PLAN
ARCHITECTURAL PLANS .
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4100 PATIO DETAILS .M./Imit
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1956 WEST GORE CREEK DRIVE STRUCTURAL PLANS ex) C
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51.1 FOUNDATION AND FRAMING PLANS Emilmn
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52.1 DETAILS AND NOTES
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VAIL VILLAGE WEST FILING 2 LOT 45
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ARCJ-41T--,_ CT CONTRACTOR OW\IERS (r) to-
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GIES ARCHITECTS, INC. FRANCISCO RODRIGUEZ BRIAN 4 HOLLIE SNCLAIR B
PO IBOX 2195 910-411-1049 1110 5. MILWAUKEE ST .
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EAGLE, COLORADO 1 '318DENVER CO S0210-2023
910-32S-9280 0 Cil 9
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Gies Architects,Inc.
T\1EAL CONDI I IoN15 ,
. CENERAI NOTES ,
. Expressly disclaim any
responsibility from any
cE : unauthorized use of these
plans,drawings,and notes.
I. DO NOT SCALE DRAWINGS! Any authorization must be in
1. LICENSES AND PERMITS:ALL WORK SHALL BE PERFORMED UNDER PERMIT FROM ALL S. ARCHITECTS ROLE:THE ARCHITECT WILL HAVE NO RESPONSIBILITY TO SUPERVISE OR 2. ALL GENERAL NOTES 4 GENERAL CONDITIONS NOTES TO BE CONSIDERED PART OF THE writing.
The owner and architect
GOVERNING AUTHORITIES AND SHALL BE INSPECTED BY THEIR PERSONNEL AND OBSERVED COORDINATE THE CONTRACTOR'S WORK, TO STOP WORK FOR ANY REASON OR TO INSURE CONSTRUCTION DOCUMENTS. assumes no responsibility for
BY THE ARCHITECT. use of incorrect scale.
CONSTRUCTION SAFETY. H15 SOLE FUNCTION SHALL BE TO ACT AS THE OWNER'S AGENT 3. CONTRACTOR REQUIRED TO NOTIFY ARCHITECT OF ALL DISCREPANCIES IN THE I
Drawings are not to be
2. INSURANCE: CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY CONTRACTOR'S IN MAKING PERIODIC VISITS, AS SET UP WITH THE OUJNER, TO OBSERVE WHETHER THE CONSTRUCTION DOCUMENTS AND AWAIT CLARIFICATION PRIOR TO COMMENCEMENT. scaled.
This drawing may have been 1
LIABILITY INSURANCE (PERSONAL AND PROPERTY) AND WORKER'S COMPENSATION MEETING WORK IS PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. THE ARCHITECT 4. CONTRACTOR TO VERIFY ALL UTILITY INFORMATION AT JOB SITE BEFORE COMMENCING reproduced at a size different
MINIMUM COLORADO REQUIREMENTS. AND SHALL PROVIDE PROOF OF SAME UPON REQUEST. WISHES TO CONSULT WITH THE CONTRACTOR FREQUENTLY AND PROVIDE WHATEVER CONSTRUCTION. than it was originally drawn.
1 yr ' ',---i, Not to be published-all
ASSISTANCE OR CLARIFICATION MIGHT BE NECESSARY TO KEEP THE JOB PROCEEDING 5. REFER TO ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ' .: rights reserved.
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3. SAFETY: CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY ACCORDING TO SCHEDULE AND PLAN. SHOULD QUESTIONS ARISE, THE CONTRACTOR OR FOR COORDINATION OF ALL WORK AS REQUIRED TO PREVENT CONFLICTS BETWEEN MPI ' 2 OCR
PROJECT NO.
OF EMPLOYEES, WORKERS, OCCUPANTS AND THE PROPERTY ITSELF. MUST MAINTAIN TWO SUBCONTRACTOR MAY CALL THE ARCHITECT DURING NORMAL BUSINESS HOURS AT VARIOUS TRADES DURING CONSTRUCTION.(2) ABC FIRE EXTINGUISHERS ON THE JOB SITE FROM START TO FINISH. S10-32£3-9250. 6. ALL WORK TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND
'-')y' _ _ _______
4. MEASUREMENTS: BEFORE ORDERING MATERIALS OR DOING ANY WORK, CONTRACTOR 10. SIGNAGE: CONTRACTOR AND ARCHITECT MAY ERECT A SIGN IDENTIFYING REGULATIONS AS WELL AS SOILS TEST INFORMATION AND SOILS ENGINEERS ISSUE PATE
, o0,9,- __ --- °'--- ---
WILL VERIFY MEASUREMENTS ON SITE. THEMSELVES FOR THE DURATION OF THE PROJECT. THE SIGN MUST BE IN COMPLIANCE RECOMMENDATIONS. _ DRIB 11 SEP. 2011
5. MATERIALS: ALL MATERIALS TO BE NEW, IN GOOD CONDITION AND OF STANDARD WITH ALL APPLICABLE LOCAL REGULATIONS AND SUBMITTED TO THE ARCHITECT FOR 1. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AT ALL TIMES. PERMIT 21 SEP. 2011
GRADE OR BETTER AS CALLED OUT IN THE CONSTRUCTION DOCUMENTS. IF ANY SPECIFIED APPROVAL PRIOR TO FABRICATION. S. PROVIDE FLASHING AND/OR COUNTER FLASHING AND WATERPROOFING AT ALL
PRODUCT IS UNAVAILABLE OR IF THE CONTRACTOR WISHES TO SUGGEST AN ALTERNATIVE, 11. DESIGN: DRAWINGS AND DESIGN CONCEPT ARE PROPERTY OF THE ARCHITECT AND CONDITIONS WHERE ROOFING ABUTS VERTICAL WALLS AND WATERPROOF ALL FLAT
CONTACT THE ARCHITECT FOR VERIFICATION. ANY USE OF SUCH DRAWINGS AND CONTENT FOR ANY OTHER PROJECT WITHOUT WRITTEN SURFACES AT THE BUILDING PERIMETER (IS" MIN.).
6. WORKMANSHIP: ALL WORK SHALL BE PERFORMED BY MECHANICS SKILLED IN THEIR CONSENT FROM THE ARCHITECT IS STRICTLY PROHIBITED BY LAW. S. PROVIDE SMOKE DETECTORS AS REQUIRED BY LATEST EDITION OF APPLICABLE CODES
1140
RESPECTIVE TRADES IN ACCORDANCE WITH THE BEST PRACTICES OF THAT TRADE. 12. CHANGES: CHANGES MADE FROM THE PLANS WITHOUT THE CONSENT FROM THE AND REGULATIONS.
CONTRACTOR IS TO COORDINATE, SUPERVISE AND TAKE RESPONSIBILITY FOR ALL WORK OF ARCHITECT ARE UNAUTHORIZED AND SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY 10. PROVIDE ATTIC AND CRAWL SPACE ACCESS AND VENTILATION AS REQUIRED BY
riN1HIS EMPLOYEES AND SUBCONTRACTORS AND THEIR EMPLOYEES. FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES. CODE(S).
1. DEBRIS: SITE AND BUILDING SHALL BE KEPT IN A NEAT AND SAFE CONDITION AT ALL
11. PROVIDE WATERPROOF MEMBRANE 5'-0" (MIN.) UP THE EAVE OVERHANG AT ALL ROOF
TIMES, CONTRACTOR TO PROVIDE A DUMPSTER ON SITE OF A SIZE NECESSARY TO
CONDITIONS.
ACCOMMODATE ALL TRASH REMOVAL NEEDS.
12. PROVIDE ALL FIRE STOPPING AND DRAFT STOPPING AS REQUIRED BY CODE(S).
S. CHANGES: OWNER AND CONTRACTOR MAY NEGOTIATE ADDITIONS, DELETIONS, OR
13. ALL EXPOSED FLASHING AND GUTTERS TO BE COPPER.
REVISIONS TO THE SCOPE OF WORK AND ADJUST THE CONTRACT SUM ACCORDINGLY. A
14. PROVIDE ONE HOUR RATED FLUE CHASES.
WRITTEN RECORD OF EACH CHANGE SHALL BE KEPT BY CONTRACTOR FOR FINAL T 1 00
IA)
15. ALL STUD FRAME wALLe 5 1/2" UNLESS NOTED OTHERWISE.
ACCOUNTING. THE ARCHITECT WILL BE MAILED A COPY OF ALL CHANGES.
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ZONONG STA16, ICS
PARCEL NUMBEFe: 210312301025
LEGAL DESCRIpt 10t1/441 LOT 45 VAIL VILLAGE WEST, FILING *2, TOWN OF
VAIL, EAGLE COUNTY,COLORA10
SUI5E)IVISION CLASS OF t1,10141‹ ADDITION/NTEfelOR fiREMOC:i5L.
ZONING: p6 2 FAMILY PRIfrIAR'r, SECONE:)ARY
LOT AREA: 106-12
SITE COVERAGE: 1630
IMPERVIOUS COVERAGE: 1102
ISUILC)NG 1-1EIGHT: -te-reo MATCHES EXISTING RIDGE
STOPelES: 2+BASEMEI\IT
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GENERAL NOTES
SINCLAIR DECK 2 D E
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SIMPSON BASE p m �'
A. DESIGN LIVE LOADS SEE PLAN. Z •U
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I. SNOW DECK 100 PSF _ Q
2. RESIDENTIAL 40 PSF *5 TIES 10" O.G. -- -� _ _ _ _ T. PIER U.1 is
3. WIND: 3 SECOND GUST 90 MPH EXPOSURE C W/ (2) TIES c TOP-' SEE PLAN z z r fl.
4. SEISMIC CATEGORY G • •• _
B. DESIGN CODES i I I I I H— i f= I I I 1-11 1 1 I—III I I I p p
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I. INTERNATIONAL RESIDENTIAL CODE (2015)
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2, ACI BUILDING CODE (ACI 318-D8) I 11_11 i= I I—I III III= o
\1 3. AISC STEEL CONSTRUCTION MANUAL (14th Edition) ' 1 i—r 1 i1-1 1 1- III % u
4. AITC TIMBER CONSTRUCTION MANUAL (6th Edition) I I/2" NC PIER SEE PLAN
C. FOUNDATION 4 - *5 DOWELS
X FULL HTJ. • •
BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE 6 NOTE: BIGFOOT PIER TO BE
OF 2000 PSF, PLACED ON UNDISTURBED SOIL. BEARING SOILS ARE ASSUMED TO BE UNIFORM AND BACKFILLED PRIOR TO
POURING OF CONCRETE TO
NON EXPANSIVE. THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS
EXPOSED DURING EXCAVATION TO VERIFY DESIGN ASSUMPTIONS AND SEARING CONDITIONS. PREVENT UPLIFT.
PROVIDE FOUNDATION DRAINS AND UNDERDRAINS A5 RECOMMENDED BY THE SOILS ENGINEER. • •
PRECAUTIONS SHALL BE TAKEN TO PREVENT WETTING OF THE BEARING SOILS. EFFECTIVE SOILS EE PLAN FOR FTG4REINF
PRESSURE ASSUMED TO BE 45 PCF.
D. CONCRETE •
B.EIL.G
CONCRETE HAS BEEN DESIGNED AND SHALL SE CONSTRUCTED IN ACCORDANCE WITH THE AMERICAN \ \ SEE PLAN -�-� SEE PLAN
CONCRETE INSTITUTE BUILDING CODE (ACI 318-08) ALL CONCRETE SHALL HAVE A MINIMUM /
COMPRESSIVE STRENGTH OF 5000 P51 IN 28 DAYS. MECHANICALLY VIBRATE ALL CONCRETE WHEN FOOTING TO BEAR ON
PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR =- v-� NATURAL UNDISTURBED
SAW CUT) AT MAX. 10'-0" O.C. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS SOIL. SEE
SHALL BE ASTM A6I5 -GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF m SOILS REPORT
REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL
\ ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE
CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - *5 BARS WITH A
MINIMUM OF 2'-0" PROJECTION BEYOND THE 5IDE5 OF ALL OPENINGS IN WALLS, BEAMS AND SLABS. MONOL I TH I G FOOTING PIER ® DECK
PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE liOr 5/4" = 1'-0"
` PLANS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AI85. LAP WIRE FABRIC REINFORCEMENT
ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND
COLUMN BEARING PLATES SHALL CONFORM TO ASTM A507 AND BE PLACED WITH SETTING
1 TEMPLATES.
E. STEEL
ALL STEEL SHALL CONFORM TO ASTM AgiQ2-50 EXCEPT TUBE COLUMNS WHICH SHALL CONFORM TO ASTM
(
A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TO ASTM A55 (GRADE B). ALL SHOP
CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE STANDARD FRAMED BEAM
CONNECTIONS WITH MAXIMUM NUMBER OF ASTM A325 5/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE
ROW AND SHALL CONFORM TO ASTM A525, UNLESS OTHERWISE NOTED. ANCHOR BOLTS SHALL Ill
CONFORM TO ASTM A507. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN
ACCORDANCE WITH LATEST PROVISIONS OF THE AISC MANUAL OF STEEL CONSTRUCTION AND AISC lJ
CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL DETAIL EACH SEAM,
APPLICABLE CONNECTIONS, LAYOUT, AND BRACING. USE WELDERS MEETING THE REQUIREMENTS OF Ill
THE AWS "STANDARD QUALIFICATION PROCEDURE". COMPLY WITH AWS DI.1 "STRUCTURAL WELDING U
CODE." ALL WELDS SHALL BE E7OXX TYPICAL UNLESS NOTED OTHERWISE. PRIME ALL STEEL WITH A
CI -4
APPROVED PRIMER. TOUCH-UP PAINT AT EXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. >
DRY PACK OR GROUT FOR BEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 153 OR
EQUIVALENT. EXPANSION BOLTS SHALL BE "WEJ-IT", "RED HEAD", KWIKBOLT", OR APPROVED WEDGE kn
TYPE, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. K
111
F. STRUCTURAL WOOD FRAMING w
ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FIR/LARCH GRADED *2 A5 PER
LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL
FOREST PRODUCTS ASSOCIATION AND WWPA. V SIZES SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING -
BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM I X 4 CROSS BRIDGING AT NOT
MORE THAN S'-0" O.G. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE < 10
JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL
PARTITIONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.C.
FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING IRC MINIMUM
REQUIREMENTS. CONNECTORS SHOWN ON THE PLANS ARE l 1 _
MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE
DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR GREATER THAN THAT OF THE
CONNECTOR SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. A xxx
ALL NAILING NOT NOTED SHALL BE ACCORDING TO THE INTERNATIONAL RESIDENTIAL BUILDING CODE. ‘11113/4" = I'-0" (1
PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED v
CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND
STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING.
REFER TO TABLE BELOW FOR USE REQUIREMENTS:
USE THICKNESS SPAN/INDEX EDGE NAILING INTERMEDIATE NAILING
FLAT ROOF 3/4" 45/24 8d ® 6" O.G. Sd ® 12"0.C.
SLOPED ROOF 5/5" 32/16 8d ® 6"0.C. 8d 012" 0.0
FLOOR 3/4" T4 G 48/24 8d 0 6" O.G. 8d ® 12"O.C.
SHEAR WALL 1/2" 24/0 Sd ® 4" O.G. 8d 010" O.G.
ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. PARTICLE BOARD SHEATHING MAY BE
USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER AND ARCHITECT. PARTICLE
BOARD SHEATHING SHALL COMPLY WITH IBC STANDARDS AND SHALL
HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT
AND THICKNESS (WITHIN 1/32") SHALL BE THE SAME A5 THE PLYWOOD IT REPLACES.
GLUE LAMINATED BEAMS SHALL BE FABRICATED WITH LUMBER OF EITHER DOUGLAS FIR/LARCH OR
SOUTHERN PINE. LAMINATED MEMBERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH
"THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE
LAMINATED LUMBER" PUBLISHED BY THE AITC AND THE APPROPRIATE LUMBER PRODUCERS'
ASSOCIATION. "APPEARANCE GRADE SHALL BE INDUSTRIAL, EXCEPT MEMBERS TO BE EXPOSED
SHALL BE ARCHITECTURAL AND SUPPLIED INDIVIDUALLY WRAPPED. LAMINATED MEMBERS SHALL BE
BUILT UP USING 2" NOMINAL MATERIAL. SIZES SHOWN ARE NET FOR GLUE LAMINATED MEMBERS.
ALLOWABLE UNIT STRESSES FOR DRY CONDITIONS OF USE REQUIRED SHALL BE A5 FOLLOWS:
1\"^d1: i,i;itft/iMMFb BRSTRESSED PRINCIPALLY BENDING (BEAMS, IIRDE COMBINATION 24F ,OcAG�r f
�
S165 1500000 PSI.
..'4's
��'
PROVIDE SAME PROPERTIES TOP AND BOTTOM FOR CANTILEVERED BEAMS. cas
_(,, �
FABRICATED WOOD JOISTS: I SERIES FABRICATED JOISTS WITH STRUCTURAL WOOD FLANGES AND A 4
PLYWOOD WEBS CALLED FOR ON THE DRAWINGS A5 "TJI/" ARE AS MANUFACTURED BY THE TRU5- e 2,67
JOIST CORPORATION OF BOISE, IDAHO. FABRICATED WOOD JOISTS SHALL BE INSTALLED IN ' �cr
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SUPPLY ALL PLATES, BLOCKING, -*,-;;3% n4<".Y
BRIDGING, BRACING, STIFFENERS AND OTHER RELATED ITEMS AS RECOMMENDED BY THE r,�pra,..,%, -,.,,,,,-.
MANUFACTURER. CONTINUOUS BLOCKING SHALL BE INSTALLED AT ALL INTERIOR SUPPORTS. ,;.//;;',910N , '*
PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID
BLOCKING UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS.
MICRO=LAM LUMBER BEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 13/4" THICK
CALLED FOR ON THE DRAWINGS A5 "ML" ARE AS MANUFACTURED BY THE TRU5-JOIST CORPORATION DATE: ISSUE/REV:
OF BOISE, IDAHO. MICRO=LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE 9-27-17 PROGRESS
MANUFACTURER'S RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS 15 REQUIRED , THE 9-28-17 PERMIT
MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16-PENNY COMMON NAILS SPACED
12" D.G. FOR MEMBERS WITH 14" AND GREATER DEPTH USE THREE ROWS. XXX
G. ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE FIELD. UNKNOWN AND VIP 5/4" = 1'-0"
VARIED CONDITIONS MAY BE FOUND. NOTIFY THE ENGINEER OF ANY STRUCTURAL CONDITIONS
FOUND TO VARY FROM THAT INDICATED. DESIGN REVISIONS MAY BE REQUIRED, AND ARE EXPECTED
AS A PROCESS OF REMODEL WORK.
H. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL
AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
I. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE
THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS.
J. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND
ELECTRICAL CONTRACTORS.
K. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE JOB *: 17040
IN PLACE.
L. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD
SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. `+a.i
M. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINIS'ICD ," SCALE": 1/4" = I'-0'
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL 3` `,1,N1 ''
PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCHZ?� -( '
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO __ ��SUCH ,
CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER
SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BE ,' _—
RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR
PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO. (}
DETAILS AND
GENERAL NOTES
OA xxx
5/4" = I'-O" 52 . 1